US10167623B2 - Prefabricated reinforced concrete-filled steel pipe sleeve joint - Google Patents

Prefabricated reinforced concrete-filled steel pipe sleeve joint Download PDF

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Publication number
US10167623B2
US10167623B2 US15/527,010 US201615527010A US10167623B2 US 10167623 B2 US10167623 B2 US 10167623B2 US 201615527010 A US201615527010 A US 201615527010A US 10167623 B2 US10167623 B2 US 10167623B2
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steel pipe
strength
outsourcing
ordinary
outsourcing steel
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US20180187407A1 (en
Inventor
Ben Mou
Chunwei Zhang
Xuchuan Lin
Xiangyuan Zheng
Yongtao Bai
Weixing ZHANG
Dehu Yu
Shutong Yang
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Qingdao University of Technology
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Qingdao University of Technology
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/185—Connections not covered by E04B1/21 and E04B1/2403, e.g. connections between structural parts of different material
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/30—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts being composed of two or more materials; Composite steel and concrete constructions
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E04B1/58—Connections for building structures in general of bar-shaped building elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E04B1/388—Separate connecting elements
    • E04B1/40—
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2406—Connection nodes
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2415—Brackets, gussets, joining plates
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2418—Details of bolting
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2451—Connections between closed section profiles
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/246—Post to post connections
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2103/00—Material constitution of slabs, sheets or the like
    • E04B2103/02—Material constitution of slabs, sheets or the like of ceramics, concrete or other stone-like material
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2103/00—Material constitution of slabs, sheets or the like
    • E04B2103/06—Material constitution of slabs, sheets or the like of metal

Definitions

  • the present invention relates to a prefabricated reinforced concrete-filled steel pipe sleeve joint and an installation method thereof, which belongs to the technical field of structural engineering.
  • the high-strength steel has been applied to high-rise buildings and large-span architectures.
  • the composite structure such as reinforced concrete or steel reinforced concrete which is respectively formed by high tensile reinforcements or high-strength structural steels
  • the concrete which is combined with the high tensile reinforcements or high-strength structural steels, will be cracked and broken; and then the reinforcements or structural steels will be locally buckled, which leads to the structural damage.
  • the outsourcing steel pipe and the in-fill concrete are high in integrity; and due to the interaction between the outsourcing steel pipe and the in-fill concrete (the ultimate strain of the in-fill concrete is increased and the local buckling of the outsourcing steel pipe is limited), thereby significantly improving the bearing capacity and the deformation ability of the outsourcing concrete-filled steel pipe which is made from high-strength materials.
  • the elastic deformation ability of the outsourcing concrete-filled steel pipe joints with outer stiffening ring which is made from high-strength steels is 2-4 times than that of the outsourcing concrete-filled steel pipe joints with outer stiffening ring which is made from ordinary steels.
  • the high-strength steels on the welding quality requirements and the welding technical difficulty are much higher than the ordinary steels.
  • the welding between the steel pipes is often completed at the construction site, which causes that the welding quality of the welds are affected by the construction environment and the technical level of operating personnel on site, thus it is unable to fully guarantee the quality of welding.
  • site welding links in the construction the construction time is prolonged but the project cost is increased.
  • An object of the present invention is to overcome the foregoing defects of prior arts and provide a prefabricated reinforced concrete-filled steel pipe sleeve joint and an installation method thereof, which is capable of greatly reducing the impact of the site construction on quality, and is much higher in reliability of the joint.
  • a prefabricated reinforced concrete-filled steel pipe sleeve joint comprises high-strength outsourcing steel pipes, reinforcement restraining plates, high-tensile reinforcements, transformation separation sleeves and an ordinary outsourcing steel pipe, wherein: two transformation separation sleeves are respectively located at an upper end and a lower end of the ordinary outsourcing steel pipe; one of the transformation separation sleeves, which is located at the upper end of the ordinary outsourcing steel pipe, is connected with one of the high-strength outsourcing steel pipes; the other transformation separation sleeve, which is located at the lower end of the ordinary outsourcing steel pipe, is connected with the other high-strength outsourcing steel pipe; the high-tensile reinforcements penetrate through the ordinary outsourcing steel pipe; upper ends and lower ends of the high-tensile reinforcements are respectively extended to interiors of the high-strength outsourcing steel pipes; the high-tensile reinforcements are connected with the transformation separation sleeves; the upper ends and the lower ends of the high-tensile reinforcements are respectively connected with the reinforcement res
  • the high-tensile reinforcements are threaded rods.
  • each of the transformation separation sleeves comprises a plate; a through-hole is provided in a center of the plate; vertical baffles are respectively located at two sides of the plate; multiple holes are provided between the vertical baffles and the through-hole for allowing the high-tensile reinforcements to pass through; the high-tensile reinforcements are fixed with the transformation separation sleeves through high-strength bolts; the ordinary outsourcing steel pipe and the high-strength outsourcing steel pipes are respectively inserted into the vertical baffles of the transformation separation sleeves.
  • metal sheets are located at an inner side of an end portion of the ordinary outsourcing steel pipe and the high-strength outsourcing steel pipes.
  • the upper ends and the lower ends of the high-tensile reinforcements are connected with the reinforcement restraining plates through the high-strength bolts.
  • fiber concrete is poured into the ordinary outsourcing steel pipe and the high-strength outsourcing steel pipes.
  • a method for installing a prefabricated reinforced concrete-filled steel pipe sleeve joint comprises steps of:
  • the joint provided by the present invention is able to avoid the site welding among the high-strength outsourcing steel pipes and improve the reliability of the joint.
  • An upper side and a lower side of the joint are respectively connected with an upper steel pipe and a lower steel pipe through the transformation separation sleeve, thereby effectively resolving the problem that concrete-filled steel tubular column is difficult in variable cross section.
  • the steel parts of the whole joint are manufactured by factories, and assembled on site, and then the concrete is poured on site, for minimizing the impact of site construction on quality; the construction of the joint provided by the present invention is convenient and simple; the fiber concrete is beneficial to improve the shear capacity of the concrete, thereby enhancing the shear capacity of the whole joint.
  • FIG. 1 is an elevation view when a round steel pipe is adopted in the present invention.
  • FIG. 2 is a top view of a round transformation separation sleeve.
  • FIG. 3 is a front view of the round transformation separation sleeve.
  • FIG. 4 is planar graph of an outer stiffening ring when the round steel pipe is adopted in the present invention.
  • FIG. 5 is an installation flow diagram of the present invention.
  • FIG. 6 is a top view of a square transformation separation sleeve.
  • FIG. 7 is a front view of the square transformation separation sleeve.
  • FIG. 8 is planar graph of an outer stiffening ring when the square steel pipe is adopted in the present invention.
  • 1 high-strength outsourcing round steel pipe
  • 2 fiber concrete
  • 3 high-strength bolt
  • 4 round reinforcement restraining plate
  • 5 high-tensile reinforcement
  • 6 round transformation separation sleeve
  • 7 metal sheet
  • 8 outer stiffening ring
  • 9 ordinary outsourcing round steel pipe
  • 10 steel beam
  • 11 vertical baffle
  • 12 bolt connection part
  • 13 square reinforcement restraining plate.
  • a prefabricated reinforced concrete-filled steel pipe sleeve joint comprises high-strength outsourcing steel pipes, reinforcement restraining plates, high-tensile reinforcements 5 , transformation separation sleeves and an ordinary outsourcing steel pipe.
  • the high-strength outsourcing steel pipes, the reinforcement restraining plates, the transformation separation sleeves and the ordinary outsourcing steel pipe are respectively high-strength outsourcing round steel pipes 1 , round reinforcement restraining plates 4 , round transformation separation sleeves 6 and an ordinary outsourcing round steel pipe 9 .
  • Two round transformation separation sleeves 6 are respectively located at an upper end and a lower end of the ordinary outsourcing round steel pipe 9 .
  • One of the round transformation separation sleeves 6 which is located at the upper end of the ordinary outsourcing round steel pipe 9 , is connected with one of the high-strength outsourcing round steel pipes 1 ; the other round transformation separation sleeve 6 , which is located at the lower end of the ordinary outsourcing round steel pipe 9 , is connected with the other high-strength outsourcing round steel pipe 1 .
  • the high-tensile reinforcements 5 penetrate through the whole ordinary outsourcing round steel pipe 9 . Upper ends and lower ends of the high-tensile reinforcements 5 are respectively extended to interiors of the high-strength outsourcing round steel pipes 1 .
  • the high-tensile reinforcements 5 are connected with the round transformation separation sleeves 6 .
  • the upper ends and the lower ends of the high-tensile reinforcements 5 are respectively connected with the round reinforcement restraining plates 4 .
  • the high-tensile reinforcements 5 are threaded rods.
  • each of the round transformation separation sleeves 6 comprises a round plate; a through-hole is provided in a center of the round plate, that is, a round hole is provided in a center of each of the round transformation separation sleeves 6 to convenient for pouring concrete; vertical baffles 11 are respectively located at two sides of the round plate; multiple holes are provided between the vertical baffles 11 and the through-hole for allowing the high-tensile reinforcements 5 to pass through; the high-tensile reinforcements 5 are fixed with the round transformation separation sleeves 6 through high-strength bolts 3 , that is, the round transformation separation sleeves 6 are respectively fixed at two ends of the ordinary outsourcing round steel pipe 9 through the high-strength bolts 3 .
  • Each of the vertical baffles on the round transformation separation sleeve is a cylindrical baffle, as shown in FIGS. 2 and 3 , the cylindrical baffle is non-continuous, which is convenient for welding the vertical baffles with the round plate.
  • the cylindrically vertical baffles which are respectively located at an upper side and a lower side of one of the round transformation separation sleeves located at the lower end of the ordinary outsourcing round steel pipe 9 , are same in diameter, such that the ordinary outsourcing round steel pipe 9 and one of the high-strength outsourcing round steel pipes 1 which is located at the lower end of the lower end of the ordinary outsourcing round steel pipe 9 are same in diameter.
  • cylindrically vertical baffles which are respectively located at an upper side and a lower side of the other round transformation separation sleeve located at the upper end of the ordinary outsourcing round steel pipe 9 , are different in diameter, that is, a diameter of one cylindrically vertical baffle located at the upper side of the other round transformation separation sleeve is smaller than that of another cylindrically vertical baffle located at the lower side of the other round transformation separation sleeve, such that a diameter of one of the high-strength outsourcing round steel pipes 1 which is located at the upper end of the ordinary outsourcing round steel pipe 9 is smaller than that of the ordinary outsourcing round steel pipe 9 , which effectively resolves the technical problem that the concrete-filled steel tubular column is difficult in variable cross section to rationalize the structure of the whole steel column, reduce the dead-weight of the entire structure and strengthen the load-bearing capacity.
  • the upper ends and the lower ends of the high-tensile reinforcements 5 are connected with the round reinforcement restraining plates 4 through the high-strength bolts 3 , that is, the round reinforcement restraining plates 4 are clamped at corresponding positions through the high-strength bolts 3 .
  • An outer stiffening ring 8 is welded to an exterior of the ordinary outsourcing round steel pipe 9 and is connected with a steel beam 10 by means of welding or bolting, and preferably, is an octagonal outer stiffening ring, as shown in FIG. 4 .
  • Fiber concrete 2 is poured into the ordinary outsourcing round steel pipe 9 and the high-strength outsourcing round steel pipes 1 .
  • the welding effect of the ordinary outsourcing round steel pipe 9 and the outer stiffening ring 8 is stronger than the welding effect of the high-strength outsourcing round steel pipes 1 and the outer stiffening ring 8 , and the ordinary outsourcing round steel pipe is lower in cost.
  • the outer stiffening ring 8 is directly welded with the high-strength outsourcing round steel pipes 1 , which is poor in welding effect and instable in structure.
  • the high-tensile reinforcements penetrate through the joint area and are embedded into the upper and lower steel pipe columns which are connected with the joint, for avoiding the site welding among the round steel pipes, so as to improve the reliability of the joint;
  • the upper and lower sides of the joint are respectively connected with the upper and lower steel pipes through the round transformation separation sleeves for effectively resolving the technical problem that the concrete-filled steel pipe is difficult in variable cross section;
  • the steel part of the whole joint is manufactured by factories, and assembled on site, and then the concrete is poured on site, for minimizing the impact of site construction on quality;
  • the fiber concrete is beneficial to improve the shear capacity of the concrete, thereby enhancing the shear capacity of the whole joint.
  • the prefabricated reinforced concrete-filled steel pipe sleeve joint according to the second embodiment has characteristics as follows. As shown in FIG. 1 , a circle of metal sheets 7 are welded on the inner wall of the steel pipe 9 ; before installing, the metal sheets are preprocessed to improve the bite force between the steel pipe and the concrete.
  • the prefabricated reinforced concrete-filled steel pipe sleeve joint according to the third embodiment has characteristics as follows.
  • Both the vertical baffles at the upper side and the lower side of every round transformation separation sleeve are a continuous cylindrical sleeve and form a one-piece structure with the round plate, so that the whole round transformation separation sleeve is more stable and reliable in structure, and is more reliable in the connection with the steel pipe.
  • the prefabricated reinforced concrete-filled steel pipe sleeve joint according to the third embodiment has characteristics as follows.
  • the high-strength outsourcing steel pipes, the reinforcement restraining plates, the transformation separation sleeves and the ordinary outsourcing steel pipe are respectively high-strength outsourcing square steel pipes, square reinforcement restraining plates 13 , square transformation separation sleeves and the ordinary outsourcing square steel pipe 9 .
  • FIGS. 6 and 7 the square transformation separation sleeves and the vertical baffles 11 located on the square transformation separation sleeves are illustrated. As shown in FIG.
  • the high-strength outsourcing steel pipes, the reinforcement restraining plates, the transformation separation sleeves and the ordinary outsourcing steel pipe are respectively round and square.
  • the prefabricated reinforced concrete-filled steel pipe sleeve joint according to the fifth embodiment has characteristics as follows.
  • the high-strength outsourcing steel pipes, the reinforcement restraining plates, the transformation separation sleeves and the ordinary outsourcing steel pipe are able to be oval, rectangular and regularly polygonal.

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  • Physics & Mathematics (AREA)
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Abstract

A prefabricated reinforced concrete-filled steel pipe sleeve joint includes high-strength outsourcing steel pipes, reinforcement restraining plates, high-tensile reinforcements, transformation separation sleeves and an ordinary outsourcing steel pipe, wherein: two transformation separation sleeves are respectively located at an upper end and a lower end of the ordinary outsourcing steel pipe; one of the transformation separation sleeves, which is located at the upper end of the ordinary outsourcing steel pipe, is connected with one of the high-strength outsourcing steel pipes; the other transformation separation sleeve, which is located at the lower end of the ordinary outsourcing steel pipe, is connected with the other high-strength outsourcing steel pipe; the high-tensile reinforcements penetrate through the ordinary outsourcing steel pipe; upper ends and lower ends of the high-tensile reinforcements are respectively extended to interiors of the high-strength outsourcing steel pipes; the high-tensile reinforcements are connected with the transformation separation sleeves.

Description

CROSS REFERENCE OF RELATED APPLICATION
This is a U.S. National Stage under 35 U.S.C. 371 of the International Application PCT/CN2016/079531, filed Apr. 18, 2016, which claims priority under 35 U.S.C. 119(a-d) to CN 201610221815.1, filed Apr. 11, 2016.
BACKGROUND OF THE PRESENT INVENTION Field of Invention
The present invention relates to a prefabricated reinforced concrete-filled steel pipe sleeve joint and an installation method thereof, which belongs to the technical field of structural engineering.
Description of Related Arts
With the development of the technology, the high-strength steel has been applied to high-rise buildings and large-span architectures. For the composite structure such as reinforced concrete or steel reinforced concrete which is respectively formed by high tensile reinforcements or high-strength structural steels, once the deformation is too large, the concrete, which is combined with the high tensile reinforcements or high-strength structural steels, will be cracked and broken; and then the reinforcements or structural steels will be locally buckled, which leads to the structural damage. However, for the outsourcing concrete-filled steel tubular column made from high-strength materials, the outsourcing steel pipe and the in-fill concrete are high in integrity; and due to the interaction between the outsourcing steel pipe and the in-fill concrete (the ultimate strain of the in-fill concrete is increased and the local buckling of the outsourcing steel pipe is limited), thereby significantly improving the bearing capacity and the deformation ability of the outsourcing concrete-filled steel pipe which is made from high-strength materials. The elastic deformation ability of the outsourcing concrete-filled steel pipe joints with outer stiffening ring which is made from high-strength steels is 2-4 times than that of the outsourcing concrete-filled steel pipe joints with outer stiffening ring which is made from ordinary steels.
Generally, the high-strength steels on the welding quality requirements and the welding technical difficulty are much higher than the ordinary steels. In the practical engineering, the welding between the steel pipes is often completed at the construction site, which causes that the welding quality of the welds are affected by the construction environment and the technical level of operating personnel on site, thus it is unable to fully guarantee the quality of welding. Furthermore, due to site welding links in the construction, the construction time is prolonged but the project cost is increased.
SUMMARY OF THE PRESENT INVENTION
An object of the present invention is to overcome the foregoing defects of prior arts and provide a prefabricated reinforced concrete-filled steel pipe sleeve joint and an installation method thereof, which is capable of greatly reducing the impact of the site construction on quality, and is much higher in reliability of the joint.
The present invention is achieved by a technical solution as follows. A prefabricated reinforced concrete-filled steel pipe sleeve joint comprises high-strength outsourcing steel pipes, reinforcement restraining plates, high-tensile reinforcements, transformation separation sleeves and an ordinary outsourcing steel pipe, wherein: two transformation separation sleeves are respectively located at an upper end and a lower end of the ordinary outsourcing steel pipe; one of the transformation separation sleeves, which is located at the upper end of the ordinary outsourcing steel pipe, is connected with one of the high-strength outsourcing steel pipes; the other transformation separation sleeve, which is located at the lower end of the ordinary outsourcing steel pipe, is connected with the other high-strength outsourcing steel pipe; the high-tensile reinforcements penetrate through the ordinary outsourcing steel pipe; upper ends and lower ends of the high-tensile reinforcements are respectively extended to interiors of the high-strength outsourcing steel pipes; the high-tensile reinforcements are connected with the transformation separation sleeves; the upper ends and the lower ends of the high-tensile reinforcements are respectively connected with the reinforcement restraining plates.
Preferably, the high-tensile reinforcements are threaded rods.
Preferably, each of the transformation separation sleeves comprises a plate; a through-hole is provided in a center of the plate; vertical baffles are respectively located at two sides of the plate; multiple holes are provided between the vertical baffles and the through-hole for allowing the high-tensile reinforcements to pass through; the high-tensile reinforcements are fixed with the transformation separation sleeves through high-strength bolts; the ordinary outsourcing steel pipe and the high-strength outsourcing steel pipes are respectively inserted into the vertical baffles of the transformation separation sleeves.
Preferably, metal sheets are located at an inner side of an end portion of the ordinary outsourcing steel pipe and the high-strength outsourcing steel pipes.
Preferably, the upper ends and the lower ends of the high-tensile reinforcements are connected with the reinforcement restraining plates through the high-strength bolts.
Preferably, an outer stiffening ring is welded to an exterior of the ordinary outsourcing steel pipe and is connected with a steel beam by means of welding or bolting.
Preferably, fiber concrete is poured into the ordinary outsourcing steel pipe and the high-strength outsourcing steel pipes.
A method for installing a prefabricated reinforced concrete-filled steel pipe sleeve joint comprises steps of:
(1) welding an outer stiffening ring to an exterior of an ordinary outsourcing steel pipe;
(2) respectively connecting transformation separation sleeves with an upper end and a lower end of the ordinary outsourcing steel pipe through high-tensile reinforcements and fastening the transformation separation sleeves through high-strength bolts;
(3) respectively installing reinforcement restraining plates at upper ends and lower ends of high-tensile reinforcements and fastening the reinforcement restraining plates through the high-strength bolts;
(4) connecting one of the high-strength outsourcing steel pipes with the lower end of the ordinary outsourcing steel pipe;
(5) connecting a steel beam with an outer stiffening ring;
(6) connecting the upper end of the ordinary outsourcing steel pipe with the other high-strength outsourcing steel pipe; and
(7) pouring fiber concrete into the ordinary outsourcing steel pipe and the high-strength outsourcing steel pipes.
Beneficial effects of the present invention are as follows.
The joint provided by the present invention is able to avoid the site welding among the high-strength outsourcing steel pipes and improve the reliability of the joint. An upper side and a lower side of the joint are respectively connected with an upper steel pipe and a lower steel pipe through the transformation separation sleeve, thereby effectively resolving the problem that concrete-filled steel tubular column is difficult in variable cross section. The steel parts of the whole joint are manufactured by factories, and assembled on site, and then the concrete is poured on site, for minimizing the impact of site construction on quality; the construction of the joint provided by the present invention is convenient and simple; the fiber concrete is beneficial to improve the shear capacity of the concrete, thereby enhancing the shear capacity of the whole joint.
BRIEF DESCRIPTION OF THE DRAWINGS
FIG. 1 is an elevation view when a round steel pipe is adopted in the present invention.
FIG. 2 is a top view of a round transformation separation sleeve.
FIG. 3 is a front view of the round transformation separation sleeve.
FIG. 4 is planar graph of an outer stiffening ring when the round steel pipe is adopted in the present invention.
FIG. 5 is an installation flow diagram of the present invention.
FIG. 6 is a top view of a square transformation separation sleeve.
FIG. 7 is a front view of the square transformation separation sleeve.
FIG. 8 is planar graph of an outer stiffening ring when the square steel pipe is adopted in the present invention.
In the drawings, 1: high-strength outsourcing round steel pipe; 2: fiber concrete; 3: high-strength bolt; 4: round reinforcement restraining plate; 5: high-tensile reinforcement; 6: round transformation separation sleeve; 7: metal sheet; 8: outer stiffening ring; 9: ordinary outsourcing round steel pipe; 10: steel beam; 11: vertical baffle; 12: bolt connection part; 13: square reinforcement restraining plate.
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT
The present invention is further explained with accompanying drawings as follows.
First Embodiment
As shown in FIG. 1, a prefabricated reinforced concrete-filled steel pipe sleeve joint comprises high-strength outsourcing steel pipes, reinforcement restraining plates, high-tensile reinforcements 5, transformation separation sleeves and an ordinary outsourcing steel pipe. In the first embodiment, the high-strength outsourcing steel pipes, the reinforcement restraining plates, the transformation separation sleeves and the ordinary outsourcing steel pipe are respectively high-strength outsourcing round steel pipes 1, round reinforcement restraining plates 4, round transformation separation sleeves 6 and an ordinary outsourcing round steel pipe 9. Two round transformation separation sleeves 6 are respectively located at an upper end and a lower end of the ordinary outsourcing round steel pipe 9. One of the round transformation separation sleeves 6, which is located at the upper end of the ordinary outsourcing round steel pipe 9, is connected with one of the high-strength outsourcing round steel pipes 1; the other round transformation separation sleeve 6, which is located at the lower end of the ordinary outsourcing round steel pipe 9, is connected with the other high-strength outsourcing round steel pipe 1. The high-tensile reinforcements 5 penetrate through the whole ordinary outsourcing round steel pipe 9. Upper ends and lower ends of the high-tensile reinforcements 5 are respectively extended to interiors of the high-strength outsourcing round steel pipes 1. The high-tensile reinforcements 5 are connected with the round transformation separation sleeves 6. The upper ends and the lower ends of the high-tensile reinforcements 5 are respectively connected with the round reinforcement restraining plates 4. The high-tensile reinforcements 5 are threaded rods.
As shown in FIGS. 2 and 3, each of the round transformation separation sleeves 6 comprises a round plate; a through-hole is provided in a center of the round plate, that is, a round hole is provided in a center of each of the round transformation separation sleeves 6 to convenient for pouring concrete; vertical baffles 11 are respectively located at two sides of the round plate; multiple holes are provided between the vertical baffles 11 and the through-hole for allowing the high-tensile reinforcements 5 to pass through; the high-tensile reinforcements 5 are fixed with the round transformation separation sleeves 6 through high-strength bolts 3, that is, the round transformation separation sleeves 6 are respectively fixed at two ends of the ordinary outsourcing round steel pipe 9 through the high-strength bolts 3.
Each of the vertical baffles on the round transformation separation sleeve is a cylindrical baffle, as shown in FIGS. 2 and 3, the cylindrical baffle is non-continuous, which is convenient for welding the vertical baffles with the round plate. Referring to FIG. 1, the cylindrically vertical baffles, which are respectively located at an upper side and a lower side of one of the round transformation separation sleeves located at the lower end of the ordinary outsourcing round steel pipe 9, are same in diameter, such that the ordinary outsourcing round steel pipe 9 and one of the high-strength outsourcing round steel pipes 1 which is located at the lower end of the lower end of the ordinary outsourcing round steel pipe 9 are same in diameter. However, the cylindrically vertical baffles, which are respectively located at an upper side and a lower side of the other round transformation separation sleeve located at the upper end of the ordinary outsourcing round steel pipe 9, are different in diameter, that is, a diameter of one cylindrically vertical baffle located at the upper side of the other round transformation separation sleeve is smaller than that of another cylindrically vertical baffle located at the lower side of the other round transformation separation sleeve, such that a diameter of one of the high-strength outsourcing round steel pipes 1 which is located at the upper end of the ordinary outsourcing round steel pipe 9 is smaller than that of the ordinary outsourcing round steel pipe 9, which effectively resolves the technical problem that the concrete-filled steel tubular column is difficult in variable cross section to rationalize the structure of the whole steel column, reduce the dead-weight of the entire structure and strengthen the load-bearing capacity.
As shown in FIG. 1, the upper ends and the lower ends of the high-tensile reinforcements 5 are connected with the round reinforcement restraining plates 4 through the high-strength bolts 3, that is, the round reinforcement restraining plates 4 are clamped at corresponding positions through the high-strength bolts 3. An outer stiffening ring 8 is welded to an exterior of the ordinary outsourcing round steel pipe 9 and is connected with a steel beam 10 by means of welding or bolting, and preferably, is an octagonal outer stiffening ring, as shown in FIG. 4. Fiber concrete 2 is poured into the ordinary outsourcing round steel pipe 9 and the high-strength outsourcing round steel pipes 1. Here, it should be noted that the welding effect of the ordinary outsourcing round steel pipe 9 and the outer stiffening ring 8 is stronger than the welding effect of the high-strength outsourcing round steel pipes 1 and the outer stiffening ring 8, and the ordinary outsourcing round steel pipe is lower in cost. Traditionally, the outer stiffening ring 8 is directly welded with the high-strength outsourcing round steel pipes 1, which is poor in welding effect and instable in structure.
Referring to FIG. 5, a method for installing a prefabricated reinforced concrete-filled steel pipe sleeve joint comprises steps of:
(1) welding the outer stiffening ring 8 to the exterior of the ordinary outsourcing round steel pipe 9;
(2) respectively connecting the round transformation separation sleeves 6 with the upper end and the lower end of the ordinary outsourcing round steel pipe 9 through the high-tensile reinforcements 5 and fastening the round transformation separation sleeves 6 through the high-strength bolts 3;
(3) respectively installing the round reinforcement restraining plates 4 at the upper ends and the lower ends of the high-tensile reinforcements 5 and fastening the round reinforcement restraining plates 4 through the high-strength bolts 3;
(4) connecting one of the high-strength outsourcing round steel pipes 1 with the lower end of the ordinary outsourcing round steel pipe 9, that is, inserting the high-strength outsourcing round steel pipe which is located at a lower side of the joint into one of the round transformation separation sleeves located at the lower side of the joint;
(5) connecting the steel beam 10 with the outer stiffening ring 8 by bolting or welding, wherein a bolt connection portion 12 is shown in FIG. 5;
(6) connecting the upper end of the ordinary outsourcing round steel pipe 9 with the other high-strength outsourcing round steel pipe 1, that is, inserting the high-strength outsourcing round steel pipe which is located at an upper side of the joint into the other round transformation separation sleeve located at the upper side of the joint; and
(7) pouring the fiber concrete 2 into the ordinary outsourcing round steel pipe 9 and the high-strength outsourcing round steel pipes 1.
In the present invention, the high-tensile reinforcements penetrate through the joint area and are embedded into the upper and lower steel pipe columns which are connected with the joint, for avoiding the site welding among the round steel pipes, so as to improve the reliability of the joint; the upper and lower sides of the joint are respectively connected with the upper and lower steel pipes through the round transformation separation sleeves for effectively resolving the technical problem that the concrete-filled steel pipe is difficult in variable cross section; the steel part of the whole joint is manufactured by factories, and assembled on site, and then the concrete is poured on site, for minimizing the impact of site construction on quality; the fiber concrete is beneficial to improve the shear capacity of the concrete, thereby enhancing the shear capacity of the whole joint.
Second Embodiment
Different from the first embodiment, the prefabricated reinforced concrete-filled steel pipe sleeve joint according to the second embodiment has characteristics as follows. As shown in FIG. 1, a circle of metal sheets 7 are welded on the inner wall of the steel pipe 9; before installing, the metal sheets are preprocessed to improve the bite force between the steel pipe and the concrete.
Other structures of the prefabricated reinforced concrete-filled steel pipe sleeve joint according to the second embodiment are same as the first embodiment.
Third Embodiment
Different from the first embodiment, the prefabricated reinforced concrete-filled steel pipe sleeve joint according to the third embodiment has characteristics as follows. Both the vertical baffles at the upper side and the lower side of every round transformation separation sleeve are a continuous cylindrical sleeve and form a one-piece structure with the round plate, so that the whole round transformation separation sleeve is more stable and reliable in structure, and is more reliable in the connection with the steel pipe.
Other structures of the prefabricated reinforced concrete-filled steel pipe sleeve joint according to the third embodiment are same as the first embodiment.
Fourth Embodiment
Different from the first embodiment, the prefabricated reinforced concrete-filled steel pipe sleeve joint according to the third embodiment has characteristics as follows. The high-strength outsourcing steel pipes, the reinforcement restraining plates, the transformation separation sleeves and the ordinary outsourcing steel pipe are respectively high-strength outsourcing square steel pipes, square reinforcement restraining plates 13, square transformation separation sleeves and the ordinary outsourcing square steel pipe 9. Referring to FIGS. 6 and 7, the square transformation separation sleeves and the vertical baffles 11 located on the square transformation separation sleeves are illustrated. As shown in FIG. 7, a square defined by the upper vertical baffles 11 has a same dimension with a square defined by the lower vertical baffles 11; as long as the dimensions of the two squares are adjusted to be different from each other, the variable cross section is able to be achieved. FIG. 8 shows a preferred structure of the outer stiffening ring.
Other structures of the prefabricated reinforced concrete-filled steel pipe sleeve joint according to the fourth embodiment are same as the first embodiment.
Fifth Embodiment
In the prefabricated reinforced concrete-filled steel pipe sleeve joint according to the first embodiment and the fourth embodiment of the present invention, the high-strength outsourcing steel pipes, the reinforcement restraining plates, the transformation separation sleeves and the ordinary outsourcing steel pipe are respectively round and square. Different from the first embodiment and the fourth embodiment, the prefabricated reinforced concrete-filled steel pipe sleeve joint according to the fifth embodiment has characteristics as follows. The high-strength outsourcing steel pipes, the reinforcement restraining plates, the transformation separation sleeves and the ordinary outsourcing steel pipe are able to be oval, rectangular and regularly polygonal.
Other structures of the prefabricated reinforced concrete-filled steel pipe sleeve joint according to the fifth embodiment are same as the first embodiment.
Of course, the foregoing contents are merely preferred embodiments of the present invention and are not to be construed as limiting the scope of the embodiments of the present invention. The present invention is not limited to the above-described examples, and includes all variations and modifications encompassed within the spirit and scope of the following claims.

Claims (5)

What is claimed is:
1. A prefabricated reinforced concrete-filled steel pipe sleeve joint, comprising: high-strength outsourcing steel pipes, reinforcement restraining plates, high-tensile reinforcements, transformation separation sleeves and an ordinary outsourcing steel pipe, wherein:
two transformation separation sleeves are respectively located at an upper end and a lower end of the ordinary outsourcing steel pipe; one of the transformation separation sleeves, which is located at the upper end of the ordinary outsourcing steel pipe, is connected with one of the high-strength outsourcing steel pipes; the other transformation separation sleeve, which is located at the lower end of the ordinary outsourcing steel pipe, is connected with the other high-strength outsourcing steel pipe; the high-tensile reinforcements penetrate through the ordinary outsourcing steel pipe; upper ends and lower ends of the high-tensile reinforcements are respectively extended to interiors of the high-strength outsourcing steel pipes; the high-tensile reinforcements are connected with the transformation separation sleeves; the upper ends and the lower ends of the high-tensile reinforcements are respectively connected with the reinforcement restraining plates;
an outer stiffening ring is welded to an exterior of the ordinary outsourcing steel pipe and is connected with a steel beam by means of welding or bolting.
2. The prefabricated reinforced concrete-filled steel pipe sleeve joint, as recited in claim 1, wherein fiber concrete is poured into the ordinary outsourcing steel pipe and the high-strength outsourcing steel pipes.
3. The prefabricated reinforced concrete-filled steel pipe sleeve joint, as recited in claim 1, wherein the high-tensile reinforcements are threaded rods.
4. The prefabricated reinforced concrete-filled steel pipe sleeve joint, as recited in claim 2, wherein the high-tensile reinforcements are threaded rods.
5. A method for installing a prefabricated reinforced concrete-filled steel pipe sleeve joint comprising high-strength outsourcing steel pipes, reinforcement restraining plates, high-tensile reinforcements (5), transformation separation sleeves and an ordinary outsourcing steel pipe, wherein: two transformation separation sleeves are respectively located at an upper end and a lower end of the ordinary outsourcing steel pipe; one of the transformation separation sleeves, which is located at the upper end of the ordinary outsourcing steel pipe, is connected with one of the high-strength outsourcing steel pipes; the other transformation separation sleeve, which is located at the lower end of the ordinary outsourcing steel pipe, is connected with the other high-strength outsourcing steel pipe; the high-tensile reinforcements (5) penetrate through the ordinary outsourcing steel pipe; upper ends and lower ends of the high-tensile reinforcements (5) are respectively extended to interiors of the high-strength outsourcing steel pipes; the high-tensile reinforcements (5) are connected with the transformation separation sleeves; the upper ends and the lower ends of the high-tensile reinforcements (5) are respectively connected with the reinforcement restraining plates;
the method comprising steps of:
(1) welding an outer stiffening ring (8) to an exterior of the ordinary outsourcing steel pipe;
(2) respectively connecting the transformation separation sleeves with the upper end and the lower end of the ordinary outsourcing steel pipe through the high-tensile reinforcements (5) and fastening the transformation separation sleeves through high-strength bolts (3);
(3) respectively installing the reinforcement restraining plates at the upper ends and the lower ends of the high-tensile reinforcements (5) and fastening the reinforcement restraining plates through the high-strength bolts (3);
(4) connecting one of the high-strength outsourcing steel pipes with the lower end of the ordinary outsourcing steel pipe;
(5) connecting a steel beam (10) with the outer stiffening ring (8);
(6) connecting the upper end of the ordinary outsourcing steel pipe with the other high-strength outsourcing steel pipe; and
(7) pouring a fiber concrete (2) into the ordinary outsourcing steel pipe and the high-strength outsourcing steel pipes.
US15/527,010 2016-04-11 2016-04-18 Prefabricated reinforced concrete-filled steel pipe sleeve joint Expired - Fee Related US10167623B2 (en)

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* Cited by examiner, † Cited by third party
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US10914061B1 (en) * 2019-09-04 2021-02-09 Qingdao university of technology Assembled slab steel-wood composite joint and assembly method thereof
US11098476B2 (en) * 2017-09-22 2021-08-24 Gaurian Corporation Connecting core for column-beam joint and connection method using the same
US11155989B1 (en) * 2020-07-13 2021-10-26 Qingdao university of technology Double-steel tube concrete beam-column joint with internal fiber reinforced polymer (FRP) bar connectors and assembly method

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Citations (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1545456A (en) * 1921-07-19 1925-07-07 Union Metal Mfg Co Reenforced-metal tube
US1600032A (en) * 1925-03-18 1926-09-14 Union Metal Mfg Co Metal column
US1786631A (en) * 1928-04-25 1930-12-30 Stephen W Borden Supporting pole for electrical conductors
US3473279A (en) * 1967-02-15 1969-10-21 Willy Buehler Ag Base embedded,sectional metal shaft
US4910940A (en) * 1977-08-29 1990-03-27 Grady Ii Clyde C Modular structural arrays
JPH04330133A (en) * 1991-04-30 1992-11-18 Sekisui House Ltd Column and beam of concrete filled steel pipe and joining structure for them
US5218802A (en) * 1990-01-16 1993-06-15 Shimizu Construction Co., Ltd. Column and beam connecting assembly
JPH05263402A (en) * 1992-03-18 1993-10-12 Nippon Steel Corp Column base structural body using hollow pipe and construction method thereof
US5675956A (en) * 1994-04-25 1997-10-14 Nevin; Jerome F. Post and pole construction using composite materials
US20010046415A1 (en) * 2000-03-06 2001-11-29 Stan Rupiper Concrete foundation pierhead and method of lifting a foundation using a jack assembly
KR20070105454A (en) * 2006-04-26 2007-10-31 김정규 A guard rail for roads
KR20100063538A (en) * 2008-12-03 2010-06-11 한국건설기술연구원 Concrete filled tube girder reinforced with steel wire and manufacturing method of the same
US8375678B1 (en) * 2009-09-28 2013-02-19 Felix E. Ferrer Methods for construction of pre-fabricated modular reinforcement cages for concrete structures
US8689518B2 (en) * 2007-03-06 2014-04-08 Bay City Flower Company, Inc. Continuity tie for prefabricated shearwalls

Family Cites Families (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3050136B2 (en) * 1996-09-30 2000-06-12 鹿島建設株式会社 Connection structure between reinforced concrete columns and steel beams with large diameters only in the column reinforcement around the panel zone
JPH1113140A (en) * 1997-06-25 1999-01-19 Shimizu Corp Connection structure of composite structure building
JPH11107370A (en) * 1997-09-30 1999-04-20 Ando Kensetsu Kk Non-fire resisting coated steel pipe concrete column
JP2000160687A (en) * 1998-12-01 2000-06-13 Fujita Corp Construction method for composite structure and precast concrete column
CN1121538C (en) * 2000-03-10 2003-09-17 张佩生 Steel-concrete combined struture system for residential buildings
JP2002038586A (en) * 2000-07-26 2002-02-06 Yokogawa Bridge Corp Increased thickness reinforcement type column-beam joint portion and square type column having the same
JP3320708B1 (en) * 2001-05-22 2002-09-03 博信 黒田 Joint structure of steel column beam and joint method of steel column beam
CN101974942B (en) * 2010-12-02 2012-05-30 北京建工集团有限责任公司 Construction method of steel sleeve beam-column nodes
JP5758207B2 (en) * 2011-06-08 2015-08-05 株式会社竹中工務店 Concrete filled steel pipe column
CN202577608U (en) * 2012-05-07 2012-12-05 山东科技大学 Double circular steel pipe concrete column and steel beam connecting node
CN202831232U (en) * 2012-08-13 2013-03-27 黄智辉 Connected node of protracting inner diaphragm steel girder and concrete-filled steel-tubular columns containing a pipe coat
CN202767369U (en) * 2012-08-16 2013-03-06 山东万斯达建筑科技有限公司 Steel and concrete combined type building column
CN103437425A (en) * 2013-08-27 2013-12-11 陕西建科兴业钢结构有限公司 Connecting joint of prefabricated hollow steel-reinforced concrete column and steel beam and construction method
CN104790522B (en) * 2015-03-30 2017-03-01 宁波大学 Prefabricated assembled profile steel concrete column steel girder frame structural system and construction method
CN104863258A (en) * 2015-05-29 2015-08-26 重庆大学 Strengthened steel pipe confined concrete column-reinforced concrete beam frame joint in joint area
CN104963415B (en) * 2015-06-18 2018-06-19 长安大学 A kind of round steel pipe binding type steel concrete column and steel beam joint structure

Patent Citations (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1545456A (en) * 1921-07-19 1925-07-07 Union Metal Mfg Co Reenforced-metal tube
US1600032A (en) * 1925-03-18 1926-09-14 Union Metal Mfg Co Metal column
US1786631A (en) * 1928-04-25 1930-12-30 Stephen W Borden Supporting pole for electrical conductors
US3473279A (en) * 1967-02-15 1969-10-21 Willy Buehler Ag Base embedded,sectional metal shaft
US4910940A (en) * 1977-08-29 1990-03-27 Grady Ii Clyde C Modular structural arrays
US5218802A (en) * 1990-01-16 1993-06-15 Shimizu Construction Co., Ltd. Column and beam connecting assembly
JPH04330133A (en) * 1991-04-30 1992-11-18 Sekisui House Ltd Column and beam of concrete filled steel pipe and joining structure for them
JPH05263402A (en) * 1992-03-18 1993-10-12 Nippon Steel Corp Column base structural body using hollow pipe and construction method thereof
US5675956A (en) * 1994-04-25 1997-10-14 Nevin; Jerome F. Post and pole construction using composite materials
US20010046415A1 (en) * 2000-03-06 2001-11-29 Stan Rupiper Concrete foundation pierhead and method of lifting a foundation using a jack assembly
KR20070105454A (en) * 2006-04-26 2007-10-31 김정규 A guard rail for roads
US8689518B2 (en) * 2007-03-06 2014-04-08 Bay City Flower Company, Inc. Continuity tie for prefabricated shearwalls
KR20100063538A (en) * 2008-12-03 2010-06-11 한국건설기술연구원 Concrete filled tube girder reinforced with steel wire and manufacturing method of the same
US8375678B1 (en) * 2009-09-28 2013-02-19 Felix E. Ferrer Methods for construction of pre-fabricated modular reinforcement cages for concrete structures

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US11098476B2 (en) * 2017-09-22 2021-08-24 Gaurian Corporation Connecting core for column-beam joint and connection method using the same
US10907343B1 (en) * 2019-02-27 2021-02-02 Qingdao university of technology Prefabricated steel-wood composite joint
US10914061B1 (en) * 2019-09-04 2021-02-09 Qingdao university of technology Assembled slab steel-wood composite joint and assembly method thereof
US10876282B1 (en) * 2019-09-21 2020-12-29 Qingdao university of technology Fabricated limiting-reinforced steel-wood frosted sleeve composite joint
US11155989B1 (en) * 2020-07-13 2021-10-26 Qingdao university of technology Double-steel tube concrete beam-column joint with internal fiber reinforced polymer (FRP) bar connectors and assembly method

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